A propped cantilever beam of span L is subjected to two equal loads of magnitude P at equal distance from both ends i.e., L/3. The beam has plastic moment capacity MP. The collapse load is:
A
4MPL
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B
5MPL
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C
6MPL
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D
None of these
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Solution
The correct option is A4MPL
Redundancy =1
No.of hinges to form mechanism =(r+1)=(1+1)=2
Mechanism -1: MPθ+MP(3θ2)=P⋅(θL3)+P⋅(θ2)(L3) P=5MPL
Mechanism -2: MP(θ2)+MP(3θ2)=P(θ2)(L3)+P(θL3) P=4MPL ∴ Collapse load =4MPL (minimum of above two value).